Title: Lighting Installation - Madison Street Bridge / E.D.

Agency:	City of Worcester
State:	Massachusetts
Type of Government:	State & Local
NAICS Category:	237310 - Highway, Street, and Bridge Construction 238210 - Electrical Contractors and Other Wiring Installation Contractors
Posted Date:	Jan 3, 2024
Due Date:	Jan 31, 2024
Solicitation No:	8134-W4
Original Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

Bid Number

8134-W4

Title

Lighting Installation - Madison Street Bridge / E.D.

Industry

Construction Services - Horizontal

Open Date

01/03/2024

Close Date

01/31/2024 10:00 AM

Contact

Christopher Gagliastro, Purchasing Director

Comments

scope: installation of lighting at the Madison Street Bridge underpass per the attached plans and specifications.

estimated cost: $ 300,000.00

Standard Form(s)

CORI Compliance.pdf
EPP Policy.pdf
MWBE Program.pdf
REAP Program.pdf
Wage Theft Prevention Certification.pdf

Bid Form(s)

8134-W4-FORM-30-39M-Lighting-Installation-Madison-Street-Bridge-E.D.-.pdf
8134-W4-Lighting-Installation-Madison-St-Underpass-Bid-Drawings.pdf

Plan Holder(s)*

Bid Results

Awardee(s)

× Christopher Gagliastro, Purchasing Director

Email: gagliastroc@worcesterma.gov
Phone: 508-799-1224
Fax: 508-799-1203

View Buyer's Commodities List

*APPLIES TO CONSTRUCTION BIDS ONLY - All City of Worcester bids are available for downloading from the City of Worcester website with no required registration process. As a result, the City accepts no responsibility for the accuracy of plan holder lists issued.

Attachment Preview

Focus Map

CITY OF WORCESTER, MASSACHUSETTS

MADISON STREET UNDERPASS LIGHTING

Madison Street, Worcester, MA

UNDERPASSARTLGIHT

PROJECTSTIE

SHEET INDEX

........................L.0..0..0..

.........................L.0..0..1..

.........................L.1..0..0..

.........................L.2..0..0..

.........................L.5..0..0..

........................E..0..0..1..

.................E...D...0..0..1..

........................E..0..0..2..

........................E..5..0..16.. 01

COVER

GENERALNOTES

EXSITNIGCONDTIOINSPLAN

STIEPLAN

DETALIS

ELECTRCIALEGENDA,BBREVAITOINSA,NDGENERALNOTES

ELECTRCIALDEMOLTIOINSTIEPLAN

ELECTRCIALSTIEPLAN

ELECTRCIALSCHEDULES

LILUSTRATVIEREPRESENTATOIN

BID DOCUMENTS

September 1236tthh,,2023

Prepared By

W4eM0S04t,2uMc,o7eAi0rSes1tn6at0i8

8S0(0a)mpson 5706(1826)-76

www.westonandsampson.com

L000

GENERAL NOTES:

1. PROPERTY LINES COMPILED VIA MASSACHUSETTS GIS DATA.

11. THE CONTRACTOR SHALL KEEP ALL STREETS, PARKING LOTS AND WALKS THAT ARE NOT

RESTRICTED FROM PUBLIC USE DURING CONSTRUCTION BROOM CLEAN AT ALL TIMES. THE

5. ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL

CONTRACTOR SHALL USE ACCEPTABLE METHODS AND MATERIALS TO MAINTAIN ADEQUATE

BE RECORDED BY THE GENERAL CONTRACTOR ON "AS-BUILT" DRAWINGS.

DUST CONTROL THROUGHOUT CONSTRUCTION.

2. ALL BIDDERS ARE EXPECTED TO INSPECT THE PROJECT SITE IN ITS ENTIRETY PRIOR TO 6. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS OUTSIDE THE PROJECT LIMITS, 12. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE.

SUBMITTING THEIR BID, AND BECOME FAMILIAR WITH ALL CONDITIONS AS THEY MAY AFFECT

SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE CONTRACTOR AT NO ADDITIONAL

THEIR BID. CONTRACTOR AND SUB-CONTRACTOR SHALL BE FAMILIAR WITH ALL DRAWINGS

COST AND TO THE SATISFACTION OF THE OWNER.

AND SPECIFICATIONS PRIOR TO COMMENCING THE CONSTRUCTION.

7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT HIS EMPLOYEES,

3. LOCATIONS OF ANY UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY.

AS WELL AS PUBLIC USERS FROM INJURY DURING THE ENTIRE CONSTRUCTION PERIOD USING

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF SUCH UTILITIES,

ALL NECESSARY SAFEGUARDS, INCLUDING BUT NOT LIMITED TO, THE ERECTION OF

PROTECTING ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE DURING

TEMPORARY FENCES, WALKS, STRUCTURES, PROTECTIVE BARRIERS, OR COVERING AS

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE

NEEDED.

COORDINATION WITH UTILITY COMPANIES AND PUBLIC AGENCIES AND FOR OBTAINING ALL

REQUIRED PERMITS AND PAYING ALL REQUIRED FEES. IN ACCORDANCE WITH M.G.L. CHAPTER 8. THE CONTRACTOR SHALL SUPPLY THE OWNER WITH THE NAME OF THE OSHA "COMPETENT

82, SECTION 40, INCLUDING AMENDMENTS, CONTRACTORS SHALL NOTIFY ALL UTILITY

PERSON" PRIOR TO CONSTRUCTION.

COMPANIES AND GOVERNMENT AGENCIES IN WRITING PRIOR TO EXCAVATION. CONTRACTOR

SHALL ALSO CALL "DIG SAFE" AT (888) 344-7233 NO LESS THAN 72 HOURS, (EXCLUSIVE OF 9. FILLING OF EXCAVATED AREAS SHALL NOT TAKE PLACE WITHOUT THE PRESENCE OR

WEEKENDS AND HOLIDAYS), PRIOR TO SUCH EXCAVATION. DOCUMENTATION OF REQUESTS

PERMISSION OF THE OWNER'S REPRESENTATIVE.

SHALL BE PROVIDED TO OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION WORK.

10. ALL EXISTING DRAINAGE FACILITIES TO REMAIN SHALL BE MAINTAINED FREE OF DEBRIS, SOIL,

4. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DRAWINGS AND EXISTING CONDITIONS,

SEDIMENT, AND FOREIGN MATERIAL AND OPERATIONAL THROUGHOUT THE LIFE OF THE

EXISTING CONDITIONS TO REMAIN, TEMPORARY CONSTRUCTION, PERMANENT

CONTRACT. REMOVE ALL SOIL, SEDIMENT, DEBRIS AND FOREIGN MATERIAL FROM ALL

CONSTRUCTION AND WORK OF ADJACENT CONTRACTS SHALL BE BROUGHT TO THE

DRAINAGE STRUCTURES, INCLUDING BUT NOT LIMITED TO, DRAINAGE INLETS, MANHOLES

ATTENTION OF THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. ITEMS ENCOUNTERED

AND CATCH BASINS WITHIN THE LIMIT OF WORK AND DRAINAGE STRUCTURES OUTSIDE THE

IN AREAS OF EXCAVATION THAT ARE NOT INDICATED ON THE DRAWINGS, BUT ARE VISIBLE ON

LIMIT OF WORK THAT ARE IMPACTED BY THE WORK FOR THE ENTIRE DURATION OF

SURFACE, SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE REMOVED AT NO

CONSTRUCTION.

ADDITIONAL COST TO THE OWNER.

Project:

WORCESTER UNDERPASS

LIGHTING

WORCESTER

14, 1722 A CITY

MADISON STREET

WORCESTER, MA

Weston & Sampson Engineers, Inc.

427 Main Street, Suite 400

Worcester, MA 01608

978.532.1900

800.SAMPSON

www.westonandsampson.com

Consultants:

Revisions:

No. Date

Description

Seal:

Issued For:

BID

DOCUMENTS

Scale:

AS NOTED

Date: 09/ 1236/ 23

Drawn By: MBWBE, TZ

Reviewed By: BMKS

Approved By: BK

W&S Project No.: ENG23-0722

W&S File No.:

Drawing Title:

GENERAL NOTES

Sheet Number:

L001

VIEW: SOUTH TO NORTH

SCALE: N.T.S.

VIEW: SOUTH TO NORTH

SCALE: N.T.S.

VIEW: SOUTH TO NORTH

SCALE: N.T.S.

EXISTING HANDHOLE

SCALE: N.T.S.

MCGRATH BLVD

VIEW: NORTH TO SOUTH

SCALE: N.T.S.

Project:

WORCESTER UNDERPASS

LIGHTING

WORCESTER

14, 1722 A CITY

MADISON STREET

WORCESTER, MA

Weston & Sampson Engineers, Inc.

427 Main Street, Suite 400

Worcester, MA 01608

978.532.1900

800.SAMPSON

www.westonandsampson.com

Consultants:

Revisions:

No. Date

Description

Seal:

VIEW: NORTH TO SOUTH

SCALE: N.T.S.

SCALE: NTS

Issued For:

BID

DOCUMENTS

Scale:

AS NOTED

Date: 09/ 1236/ 23

Drawn By: MBWBE, TZ

Reviewed By: BMKS

Approved By: BK

W&S Project No.: ENG23-0722

W&S File No.:

Drawing Title:

EXISTING

CONDITIONS

Sheet Number:

L100

MCGRATH BLVD

PEDESTRIAN DETOUR

SIGNAGE TYP.

LIMIT OF WORK

APPROX. LOCATION OF

BRIDGING SHROUD, SEE

5/L500. LENGTH V.I.F.

SEE DETAIL 1, FIXTURE LAYOUT ENLARGEMENT

L200

CABINET AND SIDEWALK LAYOUT

11' TYP.

18''

4'-0

12''

4'-0

END OF SHROUD

FIXTURE, TYP.

SHROUD JOINT

TYPICAL FIXTURE LAYOUT FOR END SECTION OF SHROUD

10' TYP.

4'-0

1'-0

4'-0

Project:

WORCESTER UNDERPASS

LIGHTING

WORCESTER

14, 1722 A CITY

MADISON STREET

WORCESTER, MA

Weston & Sampson Engineers, Inc.

427 Main Street, Suite 400

Worcester, MA 01608

978.532.1900

800.SAMPSON

www.westonandsampson.com

Consultants:

SEE DETAIL 1, FIXTURE LAYOUT ENLARGEMENT

EX. WALL MOUNTED FIXTURE

TO BE RELOCATED, TYP.

COORDINATE FINAL

LOCATION WITH ENINEER

AND CITY REP.

LIMIT OF WORK

L200

FIXTURE LAYOUT ENLARGEMENT

EROSION CONTROL AT

CATCH BASIN INLET

L500

EX HH FOR NEW POWER

CONNECTION

FIXTURE, TYP.

SHROUD JOINT

TYPICAL FIXTURE LAYOUT

SHROUD JOINT

FIXTURE LAYOUT ENLARGEMENT

SCALE: NTS

Revisions:

No. Date

Description

Seal:

CABINET AND SIDEWALK LAYOUT

SCALE: NTS

EX BRIDGE ABOVE

EX CONCRETE SIDEWALK TO BE CUT AT JOINT, TYP.

L500

NEW CONCRETE PAVING.

NEW JOINTING TO MATCH EXSTING.

EX CURB TO REMAIN AND BE PROTECTED

NEW EXPANSION JOINT, TYP.

L500

6 INCH STEEL BOLLARD, TYP.

E002

PROPOSED ELECTRICAL CABINET

EX BRIDGE STRUCTURE

NEW EXPANSION JOINT

APPROX. LOCATION OF EX HH

Issued For:

BID

DOCUMENTS

Scale:

AS NOTED

Date: 09/ 1236/ 23

Drawn By: BMWBE, TZ

Reviewed By: BMKS

Approved By: BK

W&S Project No.: ENG23-0722

W&S File No.:

Drawing Title:

SITE PLAN

SCALE: NTS

Sheet Number:

L200

1" REBAR FOR BAG REMOVAL

FROM INLET (PROVIDE REBAR)

OPTIONAL OVERFLOW

APPROVED CATCH

BASIN FILTER

DUMP LOOPS

(PROVIDE REBAR)

EXPANSION RESTRAINT

CURB

OPENING

FOAM

SIDE VIEW INSTALLED

NOTE:

1. CATCH BASIN FILTER FOR PAVED AREAS SHALL BE PROVIDED FOR

ALL DRAINAGE STRUCTURES WITHIN THE LIMIT OF WORK AND ANY

STRUCTURES OUTSIDE THE PROJECT TERMINII THAT ARE

AFFECTED BY CONSTRUCTION.

EROSION CONTROLS- SEDIMENT SACK

SCALE: NTS

4 X 4 WWM ON CHAIRS

4" DEPTH.

SEE NOTE 2

8" DEPTH. SEE

NOTE NO. 3

CONTROL JOINTS TO

MATCH EXISTING IN

TYPE AND PATTERN.

6" 4"

MEDIUM BROOM FINISH,

PERPENDICULAR TO

DIRECTION OF TRAVEL

FINISHED GRADE, MATERIAL

VARIES, SEE PLANS

CEMENT CONCRETE

PAVEMENT, SEE

SPECIFICATIONS

COMPACTED DENSE

GRADED CRUSHED

STONE

COMPACTED OR

UNDISTURBED SUBGRADE

NOTE:

1. EXPANSION JOINT SPACING SHALL BE 30'-0" MAX.

2. 4" CONCRETE DEPTH SHALL BE USED FOR ALL PEDESTRIAN SIDEWALK APPLICATIONS UNLESS

INDICATED OTHERWISE.

3. USE 8" GRAVEL BORROW UNDER 4" CEM. CONC. WALK PVMT. USE 12" GRAVEL BORROW UNDER 6"

CEM. CONC. PADS/SLABS.

4. DOWELS SHALL BE USED AT EXPANSION JOINTS AND WHERE NEW CONCRETE PAVEMENT ABUTS

EXISTING CONCRETE PAVING TO REMAIN AND ANY PROPOSED CONCRETE RAMPS AND STAIRS.

5. FOR SIDEWALK PAVEMENT, USE BROOM FINISH PERPENDICULAR TO ROUTE OF TRAVEL.

6. ALL EXISTING AND PROPOSED STRUCTURES IN CONCRETE SHALL HAVE FULL ISOLATION JOINTS

#6 SMOOTH DOWEL, 1'-0"

LONG, 18" O.C.

SPECIFIED SEALANT TO MIN.

12" DEPTH

1/2"

12" WIDE FULL DEPTH

EXPANSION JOINT WITH

WATERPROOF SEALANT,

SEE SPECS.

6" 4" 4" 6"

6" EXPANSION SLEEVE, WAXED TO

PREVENT BONDING- EXISTING AND

NEW PAVEMENT

CONCRETE DOME

6" GALVANIZED STEEL PIPE

ASTM A53 (STD. WEIGHT)

FILLED WITH CONCRETE

CEMENT CONCRETE

PAVEMENT, SEE DETAIL 2

CAST-IN-PLACE CLASS A

CONCRETE FOOTING

15"DIA.

GRAVEL BASE

CEMENT CONCRETE PAVEMENT

SCALE: NTS

6 INCH STEEL BOLLARD

SCALE: NTS

SLOTTED HOLE FOR

ANCHORS, TYP.

MINIMUM COVERAGE

FOR FIXTURE FROM

SHROUD

14"

34" (1" MAX) CONDUIT FOR

COMMUNICATIONS INSTALLED

DIRECTLY ADJACENT TO SHROUD

6'' CONCRETE ANCHOR, 24'' O.C., TYP.

PROPOSED 4" DEPTH 41'' THICK

STAINLESS STEEL C CHANNEL

SHROUD (2" X 4" X 3.75")

INTERIOR PAINTED BLACK.

BOTTOM FACE SANDED OF ALL

PROCESSING MARKS.

THROUGH BOLTS, TYP. 24'' O.C.

73 4"

136" WEEP HOLE AT INTERIOR BASE

THROUGH BOTH C CHANNELS.

AS CLOSE TO BOTTOM AS

POSSIBLE. 2' O.C.

NOTE: CHANNELS SHALL BE PROVIDED IN 10' SECTIONS, EXCEPT END SECTIONS WHICH SHALL BE 11'

ADJACENT SECTIONS SHALL BE ATTACHED WITH 4" X 6" X 81" 316 SS PLATES AND SS HARDWARE.

SECTIONS SHALL ALIGN VERTICALLY AND HORIZONTALLY.

LED FIXTURE MOUNTING SHROUD

SCALE: NTS

SLOTTED HOLE FOR

ANCHORS, TYP.

MINIMUM COVERAGE

FOR FIXTURE FROM

SHROUD

14"

41'' THICK 2'' 4'' STAINLESS STEEL

ANGLE

43" (1" MAX) CONDUIT FOR

COMMUNICATIONS INSTALLED

DIRECTLY ADJACENT TO SHROUD

12'' CONCRETE ANCHOR, TYP.

LOCATIONS TO BE FIELD VERIFIED

PROPOSED 4" DEPTH 41'' THICK

STAINLESS STEEL C CHANNEL

SHROUD (2" X 4" X 3.75")

INTERIOR PAINTED BLACK.

BOTTOM FACE SANDED OF ALL

PROCESSING MARKS.

77 8"

THROUGH BOLTS, TYP. 24'' O.C.

136" WEEP HOLE AT INTERIOR BASE

THROUGH BOTH C CHANNELS.

AS CLOSE TO BOTTOM AS

POSSIBLE. 2' O.C.

ADJACENT SECTIONS SHALL BE ATTACHED WITH 4" X 6" X 81" 316 SS PLATES AND SS HARDWARE.

SECTIONS SHALL ALIGN VERTICALLY AND HORIZONTALLY.

LED FIXTURE BRIDGING MOUNTING SHROUD

SCALE: NTS

Project:

WORCESTER UNDERPASS

LIGHTING

WORCESTER

14, 1722 A CITY

MADISON STREET

WORCESTER, MA

Weston & Sampson Engineers, Inc.

427 Main Street, Suite 400

Worcester, MA 01608

978.532.1900

800.SAMPSON

www.westonandsampson.com

Consultants:

Revisions:

No. Date

Description

Seal:

Issued For:

BID

DOCUMENTS

Scale:

AS NOTED

Date: 09/ 1236/ 23

Drawn By: BMWBE, TZ

Reviewed By: MBKS

Approved By: BK

W&S Project No.: ENG23-0722

W&S File No.:

Drawing Title:

SITE

CONSTRUCTION

DETAILS

Sheet Number:

L500

This page summarizes the opportunity, including an overview and a preview of the attached documents.

* Disclaimer: This website provides information about bids, requests for proposals (RFPs), or requests for qualifications (RFQs) for convenience only and does not serve as an official public notice. Individuals who wish to respond to or inquire about bids, RFPs, or RFQs should contact the relevant government department directly.

Sign-up for a Free Trial, Government Bid Alerts

With Free Trial, you can:

You will have a full access to bids, website, and receive daily bid report via email and web.

Try One Week FREE Now

Title: Lighting Installation - Madison Street Bridge / E.D.

Attachment Preview

Sign-up for a Free Trial, Government Bid Alerts

See Also